Introduction to Mechanics of Deformable Solids |
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Page 46
... material of the wire in turn to be : A. Linear Maxwell B. Linear Kelvin C. Four - element linear 1. Describe in qualitative terms how each system behaves with time . 2. Discuss , for ( A ) and for ( B ) , the time needed to stretch the ...
... material of the wire in turn to be : A. Linear Maxwell B. Linear Kelvin C. Four - element linear 1. Describe in qualitative terms how each system behaves with time . 2. Discuss , for ( A ) and for ( B ) , the time needed to stretch the ...
Page 119
... Maxwell idealization ( Fig . 3.9 ) to the abrupt imposition of load is linear - elastic because the dashpot or viscous ele- ment has no time to move . If , as in the previous inelastic idealizations , all bars have the same material ...
... Maxwell idealization ( Fig . 3.9 ) to the abrupt imposition of load is linear - elastic because the dashpot or viscous ele- ment has no time to move . If , as in the previous inelastic idealizations , all bars have the same material ...
Page 184
... Maxwell material responds to abrupt loading in a linear - elastic manner first . This problem has already been solved for a homogeneous isotropic thick - walled sphere . The subsequent response to steady pressure is a steady creep , if ...
... Maxwell material responds to abrupt loading in a linear - elastic manner first . This problem has already been solved for a homogeneous isotropic thick - walled sphere . The subsequent response to steady pressure is a steady creep , if ...
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Common terms and phrases
aluminum applied assemblage axial force beam behavior change in length circle circumferential column components of stress computed constant cross section cylinder dashpot deflection diameter dimensions direction displacement elastic elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous HR steel idealization increase inelastic initial interior pressure isotropic Kelvin material linear Maxwell linear-elastic linear-viscous load M₂ maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic deformation plastic-limit Prob problem pure bending radial radius ratio residual stress rotation shaft shear strain shear stress shell shown in Fig simple shear simple tension solution statically statically indeterminate stress and strain stress-strain curve stress-strain relations structural Suppose surface symmetry t₁ temperature tensile stress thick-walled thickness time-dependent torsion uniaxial uniform unloading versus viscous yield point yield stress Young's modulus zero ΕΙ σα σο στ